Fuller Chemistry Handbook

FULLER - CEMENT CHEMISTRY - HANDBOOK

CEMENT CHEMISTRYTable of Contents1. INTRODUCTION 1.1 INTRODUCTION 1.2 DEFINITIONS - cement, concrete, cement types, raw materials etc. 2. COMPOSITION 2.1 COMPOSITION - basic calculation/formulas - chemical shorthand etc. 2.2 MODULES 2.3 MINERAL COMPOSITION 3. TYPES OF CEMENT 3.1 TYPES OF CEMENT 3.2 CEMENT STANDARDS 3.3 CEMENT QUALITY - MAIN FACTORS 4. MANUFACTURE 4.1 MANUFACTURE OF CEMENT - grey, mixed and white cement - wet, dry and semi-dry process 4.2 RAW MIX 4.3 RAW MATERIALS 4.4 CHEMICAL COMPOSITION AND CONTROL OF RAW MIX 4.5 PHYSICAL CONTROL AND COMPOSITION OF RAW MIX 4.6 BURNABILITY OF RAW MIX 4.7 CLINKERISATION 4.8 INFLUENCE OF THE RAW MIX ON CLINKER FORMATION AND BURNABILITY 5.PROCESS AND KILNS 5.1 TYPES OF KILNS - wet, dry & semi-dry 5.2 WET KILN - main features - process 5.3 DRY KILN 5.3.1 LONG KILN 5.3.2 SP KILN 5.3.3 ILC-E KILN 5.3.4 ILC KILN 5.3.5 SLC KILN 5.3.6 SLC-S KILN 5.3.7 SLC-I KILN 5.4 ASH ABSORPTION 5.5 VOLATILE MATTER

Chemistry Bible Rev.0; 7 Dec 00

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FULLER - CEMENT CHEMISTRY - HANDBOOK 5.6 MAIN FEATURES DURING BURNING

6. HEAT OF REACTION & HEAT TRANSFER 7.FUEL 7.1 TYPES OF FUEL 7.1.2 COAL 7.1.3 FUEL OIL 7.1.4 GAS 7.1.5 WASTE FUELS

8.COMBUSTION 9. COAL & OIL 9.1 9.2 9.3 9.4 9.5 9.6 FINENESS OF COAL DRYING OF COAL ASH CONTENT GAS CONTENT MINOR COMPONENTS REQUIREMENT FOR AIR

10. PROCESS GAS


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1.1

INTRODUCTION

Cement is a material that binds together solid bodies (aggregate) by hardening from a plastic state. Many materials act as adhesives or cement according to this definition. The cement referred to above, which is used for civil engineering and the construction industry, is portland cement. Portland cement is hydraulic and develops strength primarily by the hydration of the di- and tri-calcium silicates it contains. Hydraulic means that the paste of cement and water will harden under water. Lime, on the other hand, will harden due to the reaction with carbon dioxide from the air. In 1793, an Englishman by the name of Smeaton found that a form of hydraulic cement was produced when a mixture of limestone and clay were burned together. He was the first producer of portland cement. Another Englishman, Joseph Aspdin obtained the first patent for portland cement in 1824. He burned a mixture of chalk and clay in a lime kiln to form a clinker and ground the clinker to cement. Aspdin is regarded as the inventor of portland cement. The early product did not have the same quality of cement currently produced today. Two main developments have improved the quality of cement: Addition of gypsum to regulate the setting time Higher burning temperature to obtain higher lime containing silicates

Today, portland cement (portland cement clinker with a small addition of gypsum) is used worldwide and is the primary construction material for roads, bridges, runways, tunnels, and buildings. In addition, blended cements are produced using portland cement clinker, a small amount of gypsum and another additive such as blast furnace slag, fly ash, or other pozzolans. Some blended cement has improved performance over ordinary portland cement with greater resistance to alkali and sulfate attack. 1.2 DEFINITIONS - cement, concrete, cement types, raw materials


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Cement: Gypsum: Concrete:

cement is a mix of cement clinker and gypsum ground together into a powder. calcium sulfate is used to regulate setting time. concrete is a mix of cement (13%), water (7%), fine aggregate 6mm (32%), and coarse aggregate +6mm (48%) which hardens to solid mass

Cement types:

there are numerous types of cement for many different applications. ASTM defines the chemical and physical requirements

Ordinary Rapid hardening Alkali resistant Sulfate resistant White cement Low heat Blended cements

general-purpose concrete precast concrete used with reactive aggregates used in applications requiring resistance against sulfate attack special architectural concrete massive concrete like dams mortar bonding brick or block use an addition of slag or other pozzolans to achieve some of the properties of alkali or sulfate resistance

Masonry cement

Raw Materials:

The common raw materials for manufacture of Portland cement are: Limestone / Marble / Marl Clay / Shale Sand Iron ore or pyrite ash

Limestone and clay are primarily found near the plant, where as, sand and iron ore are usually brought in because of their preferred chemical composition.


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FULLER - CEMENT CHEMISTRY - HANDBOOK Today, there is considerable interest by our society for the reuse of waste materials. Some of these can be utilized in the raw mix feed to the kiln. Other materials such as waste oils and solvents can be safely disposed of in the burning zone of the rotary kiln because of the high temperatures. 2.1 COMPOSITION - basic calculation/formulations - chemical shorthand The most common compounds in cement chemistry are: Formula SiO2 Al2O3 Fe2O3 CaO CaCO3 MgO MgCO3 K2O Na2O H2O N2 O2 CO CO2 SO2 Name silicium dioxide aluminium oxide iron oxide calcium oxide calcium carbonate magnesium oxide magnesium carbonate potassium oxide sodium oxide water nitrogen oxygen carbon monoxide carbon dioxide sulfur dioxide 79 volume percent in air 21 volume percent in air lime limestone, marble, marl Source quartz, sand

A typical analysis of clinker is given in the table below:


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FULLER - CEMENT CHEMISTRY - HANDBOOKTable 1 CLINKER COMPOSITION SiO2 Al2O3 Fe2O3 CaO MgO K2O+Na2O SO3 Insoluble residue Ignition loss Total Free CaO Clinker % 22.51 5.16 2.55 64.97 2.61 1.7 0.22 0.1 0.06 99.88 0.8 Min limit % 17 4 0.1 62 0 0.3 0 0 0 0 Max limit % 26 10 5 69 4 2 1.5 1 3 2.5

* In the table, the term ignition loss is defined as the loss in weight by heating the sample to a temperature of ~900C.

2.2 MODULES Modules determine the proportioning of the raw mix. The three commonly used modules are: SILICA MODULUS ALUMINA MODULUS LIME SATURATION FACTOR MS MA LSF

The silica modulus is defined as the ratio of silica to the sum of alumina and iron oxide:

MS=

SiO2 Al2 O3 + Fe2 O3

The silica modulus for clinker is normally between 2.4 and 2.7. The amount of melt phase in the burning zone is a function of MS, when MS is high; the amount of melt is low. Therefore, when the MS is too high, the formation of nodules might be too slow, resulting in less nodulization. The material becomes dusty and impedes the kiln operation. Generally, a higher MS relates to a harder burning mix.


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FULLER - CEMENT CHEMISTRY - HANDBOOK The alumina modulus is defined as:

MA =

Al2 O3 Fe2 O3

The alumina modulus for clinker varies between 1.6 and 2.0. The temperature by which the melt forms depends on the MA. The lowest temperature is obtained when the MA is 1.6. The MA also affects the color of clinker and cement. The higher the MA, the lighter the cement. The lime saturation factor, LSF, is defined as the ratio of available lime to the theoretical lime required by the other major oxides in the raw mix to form clinker and is determined from the following equation:

CaO LSF= 2.8* SiO + 2 O3 + 2O3 . 0.65* Fe 2 118* AlThe LSF is usually expressed as a percentage. The LSF for clinker is in the range of 88 and 98%. The theoretical maximum amount of lime, CaO, that can be combined with the acidic oxides has been derived from phase diagrams and can be calculated as follows: CaOmax = 2.80*SiO2 + 1.18*Al2O3 + 0.65*Fe2O3 For cement, a variation of the previous equations has to be used to account for the addition of gypsum to cement. The amount of CaO has to be reduced by the amount bound in gypsum CaSO4. The LSF formula for cement is then:


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LSF =

CaO 0.7 * SO3 2 .8* SiO2 +1.18* Al2 O3 + 0.65* Fe2 O3

2.3 MINERAL COMPOSITION During burning in the cement kiln, the lime is combined with the acidic oxides to form cementitious minerals. The main minerals are: Table 2 CLINKER MINERALSFormula Short formula2 3

Max weight % 70 45 18 15 2

Min weight % 35 20 3 1 0.5

Alite Belite Tricalcium aluminate Calcium alumino ferrite Free lime

3CaO.SiO2

CS2

2CaO.SiO2 3

CS3

3CaO.Al O2 3 2 3

CA4

4CaO.Al O .Fe O CaO

C AF

Note: The short formula designation is used throughout the cement industry.

It is possible to calculate the amount of the four main minerals by using the BOGUE formulas, however, the calculation is only approximate. The actual amount present of any mineral can be determined by microscopy or faster by Xray diffraction. Using % wt., the BOGUE formulas for clinker are:

3

2

2

3

2

3

CS=

4.07*CaO 7.60* SiO 1.43* Fe O 6.72* Al O


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FULLER - CEMENT CHEMISTRY - HANDBOOK2 2 2 3 2 3

CS=

8.60* SiO + 1.08* Fe O + 5.07* Al O 3.07*CaO2 2 3

(or C S= 2.867*SiO -0.7544* C S )3 2 3 2 3

CA =4

2.65*Al O - 1.69* Fe O2 3

C AF =

3.04*Fe O

As mentioned above, other minerals are present and have to be taken into4

account. These are free lime (CaO) , calcium sulfate (CaSO ) and periclase (MgO). The free lime should be under 2.0%. A higher amount indicates poor burning or faulty composition of the raw mix. Too high a free lime will result in volume instability in the cement mortar or concrete. Calcium sulfate in cement3

comes from the addition of gypsum and from clinker. In clinker, SO comes from2

the sulfur in the fuel used and from sulfur in the raw materials (pyrites FeS ). MgO can cause late expansion in concrete. A maximum of 6% MgO is allowed in ordinary portland cement. Cements with higher MgO contents 4-5%, rapid cooling of the clinker is of more value for offsetting the adverse effects of high magnesia contents. For other types of cement, the maximum limit varies.

The minerals in clinker are mainly found as crystals. A smaller amount is present in the so-called glass phase. During burning, some liquid phase is formed at the high temperature in the burning zone (BZ). The liquid phase ranges from 20 to 27% in normal clinker, however, some of the liquid does not have time to form crystals during cooling. The liquid phase @ 1450C is determined by the following equation:


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2

2

3

% Liquid Phase = 3.00A + 2.25F + (MgO + K O + Na O + SO )

3. TYPES OF CEMENT

The clinker from the kiln system is ground to cement with a small addition of gypsum in order to control the time of setting. If no gypsum is present, the cement will set rapidly when water is added. The amount of gypsum added is 3 to 5% by weight. The formula for gypsum is:4 2

CaSO ,2H O4 2

- which is the di-hydrate form - which is the hemi-hydrate form (plaster of paris) - which is the anhydrite form

CaSO ,0.5H O4

CaSO

The gypsum molecule is crystallized with two molecules of water. Gypsum occurs in nature as gypsum rock. Other sources of gypsum are waste gypsum from exhaust gas desulfurisation at power plants, surplus gypsum from fertilizer factories or cement manufacturing exhaust gas scrubbers. Other materials can be added to clinker and gypsum to make cement. If the addition rate is small, the product can still be called portland cement.

The most common types of cement can be divided into three main groups:

a) PORTLAND CEMENTS:


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ORDINARY PORTLAND CEMENT RAPID HARDENING CEMENT SULFATE RESISTANT CEMENT LOW HEAT CEMENT WHITE CEMENT

b) COMPOSITE CEMENTS BLASTFURNACE CEMENT FLY ASH CEMENT POZZOLAN CEMENT OTHER BLENDED CEMENTS

c) OIL WELL CEMENTS

a) PORTLAND CEMENTS are by far the most common type of cements produced around the world. The most widely used type is ORDINARY PORTLAND CEMENT. RAPID HARDENING CEMENT is a portland cement that develops strength faster than ordinary portland cement. It is manufactured by grinding the clinker and gypsum finer in the cement mill. Good clinker quality is needed and the addition of gypsum is a little higher to maintain setting time and increase strength development. SULFATE RESISTANT CEMENT is used where a higher resistance is required


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FULLER - CEMENT CHEMISTRY - HANDBOOK3

to sulfate-bearing waters. The cement composition has a lower content of C A, less than 8%. LOW HEAT CEMENT is used where low heat development during hardening is required, i.e. in large concrete structures like dams. The rate of strength development is lower than that of ordinary portland cement. Although, the final strength may be higher. WHITE CEMENT is used where a white color is wanted for a facade of buildings. It is manufactured from raw materials with low content of iron chromium and manganese.

b) COMPOSITE CEMENTS also known as blended cements start with Portland cement clinker and gypsum but also have the addition of another material. Some additions become hydraulically activated as they react with the Portland cement clinker. To mention a few: Blastfurnace slag cement is a cement made by grinding together portland cement clinker and granulated blastfurnace slag in the proper proportions. Masonry cement is a combination of portland cement clinker, limestone, and a small addition of an air-entraining agent to produce a more workable, rapid hardening mortar than ordinary portland cement. It can also be made by intergrinding mixtures of portland cement with hydrated lime, granulated slag, or other waterproofing agents with inert fillers. Pozzolanic cements are produced by mixing together portland cement and a pozzolana. A pozzolana is a material which is capable of reacting with lime in


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the presence of water at ordinary temperatures to produce cementitious compounds.

c) OIL WELL CEMENTS Oil well cements are used for cementing the steel casing of gas & oil wells to the walls of the bore-hole and to seal porous formations. Usually, portland cements more coarsely ground than normal, with the addition of special retarders to allow for slow-setting conditions are used.

Cement standards define the various types of cement. Today, there are two main standards: The US standard defined in ASTM C 150 The European standard EN 197-1

ASTM uses 5 main classes for Portland cement. There are also a number of composite or blended cements defined by ASTM. The European standard has three main strength classes each divided into two subgroups or 6 classes in all.

Tables 3 and 4 show some of the physical requirements defined by ASTM.Table 3

ASTM CEMENT TYPES Compressive Strengths for ASTM C109 CubesNumber Type of Cement 3 days compressive strength 7 days compressive strength 28 days compressive strength


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MPa I IA II Ordinary Portland cement OPC air entraining Moderate sulfate resistant Moderate heat of hydration II A III III A IV V II + air entraining High early strength III + air entraining Low heat of hydration High sulfate resistance 8 8 24 19 12 10 10

MPa 19 16 17

MPa

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7 15

17 21

Note: SI units are the standard .To convert to psi : SI * 142.23.

Table 4 ASTM CEMENT TYPES Air Content, Fineness, Soundness and Setting Time


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ASTM TYPE

Air content

Fineness Blaine2

Autoclave expansion

Setting minutes

vol% I IA II II A III III A IV V Max 12 Min=16,max= 22 Max 12 Min=16,max= 22 Max 12 Min=16,max= 22 Max 12 Max 12

m /kg >280 >280 >280 >280

% =16 28 days compressive strength MPa 32.5-52.5 32.5-52.5 42.5-62.5 42.5-62.5 >=52.5 >=52.5

For both ASTM and EN, there are a number of other physical requirements. For these it is necessary to reference the two standards. The standards also specify some chemical requirements. For ASTM they are:


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Table 7 ASTM Chemical SpecificationsCement type2

I and I A

II and II A 20.0 6.0 6.0

III and III A

IV

V

SiO , min.%2 3

Al O , max %2 3

Fe O , max% MgO, max%3

6.0 3.0

6.0 3.0

6.0 3.5

6.0 2.3

6.0 2.3

SO , max%3

C A 8% Ign.loss, max% Ins.res.max%3

3.0 0.75

3.0 0.75

3.0 0.75

2.5 0.75 35 40

3.0 0.75

C S ,max%2

C S,min%3

C A, max%4 3

8

15

7

5 25

C AF+2(C A),max% Optional requirements:3

C A max%,for moderate sulfate res.

8


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FULLER - CEMENT CHEMISTRY - HANDBOOK3

C A max%,for high sulfate rest.3 3

5

C S+C A, max %,mod. heat of hydration2 2

58

Na O+0.658K O, max%, low alkali

0.60

0.60

0.60

0.60

0.60

3.3 CEMENT QUALITY - MAIN FACTORS

Cement quality is just as important for the manufacturer of the product as it is for the producers of concrete and concrete products, contractors and the private consumer.

The cement manufacturers have to meet the standards, the clients requirements and at the same time be competitive. The plants also have a role in fulfilling environmental requirements and assisting in the disposal of various waste products.

The consumer has a range of requirements for the cement depending on the type of concrete product, i.e. all purpose ready mix, precast, or pumped concrete to mention a few.

The end user wants a durable concrete which will stand up to heavy usage on infrastructure, be frost resistant, withstand alkali aggregate reaction and at the same time have a good appearance in the finished structure.Chemistry Bible Rev.0; 7 Dec 00 19


The cement quality depends on the clinker manufacturing process, the cement milling, the fineness, and any changes to the cement after milling.

Composition can also vary within a single type of cement. Even ordinary portland cement has subtle differences. For example, the gypsum addition rate and with limestone where up to 5% might have been added during grinding.

The cement fineness can be varied during grinding with a finer product reacting faster. Fineness is expressed as: specific surface area (Blaine), residue and particle size distribution.

The chemistry of the clinker is important. The clinker mineral composition has to be considered. The main minerals in the clinker are:3 2 3 4

C S, C S, C A,C AF

The main reactions at hydration in an idealized form are:

3

2

x

y

2

1) C S + (3-x+y) H O = C SH + (3-x) Ca(OH)2 2 x y 2

2) C S + (2-x+y) H O = C SH + (2-x) Ca(OH)3 2 2 8 4 19

3) C A + 13.5 H O = (C AH + C AH )3 2 3 6

4) C A + 6 H O = C AH3 2 2 3 19

5) C A + Ca(OH) + 18 H O = C AH


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FULLER - CEMENT CHEMISTRY - HANDBOOK3 4 2 3 4 31

6) C A +3 CaSO + 31H O = C A.3 CaSO .H3 4 2 3 4 12

7) C A + CaSO + 12H O = C A. CaSO .H4 3

8) C AF reactions similar to C A2 2

9) CaO + H O = Ca(OH)2 2

10) MgO + H O = Mg(OH)4 1 2 1 4 2

11) CaSO + 2 H O = CaSO ,2 H O4 2 2 2 2 4 2

12) CaSO , / H O + 1 / H O = CaSO ,2 H O

In all of the above reactions, water reacts with the hydration product minerals increasing the volume of the solid phase. Each reaction differs in velocity, volume change, and in the nature of the hydration products. These reactions are the background for the setting time and strength development to the solid state from the plastic phase when water is first added to the cement.

Of prime importance is the state of the gypsum, as di-, hemi-, or anhydrite, in the cement as it first reacts with water. Depending upon that state, the gypsum and3

C A reactions with water can result in normal, false or flash set.

False set is the premature stiffening of the cement paste due to most of the gypsum being either hemi-hydrate or soluble anhydrite due to overheating. Upon mixing with water, crystallization of reformed gypsum causes stiffening. This stiffening can be broken upon remixing without additional water. False set can happen either by fast set of gypsum hemi-hydrate or because of a slow reaction


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FULLER - CEMENT CHEMISTRY - HANDBOOK3 3

between C A with water. The slow reacting C A can be caused by prehydration2

or by carbonation with CO . False set can be prevented by lowering the mill exit temperature, thereby, reducing the degree of gypsum dehydration, the amount of gypsum added to the mix, or replacing part of the gypsum with a natural insoluble anhydrite.

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On the other hand, flash set occurs if the C A is more reactive than gypsum with water. The setting is characterized by a high evolution of heat and short setting time. Flash set can be prevented by adding more gypsum to the cement or by dehydrating the gypsum to a more reactive form, i.e. hemi-hydrate or anhydrite.

Therefore, as the cement is being ground, the mill material temperature must carefully be controlled. Between 90-130C, the gypsum changes into calcium sulfate hemihydrate (plaster of paris) by releasing 1.5 molecule water:4 2 4 2 2

CaSO ,2H O4 2

CaSO , H O + 1 H O4 2

(a) (b)

CaSO ,H O

CaSO + H O

The cement mill material temperature is controlled primarily by cooling the mill with an internal water spray in the second compartment. Additional cooling is accomplished with air in the separator. The cement mill exit temperature should not reach 130C and is usually targeted at 110C.


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Finally, if the cement material temperature has not been controlled in the mill system, the cement might enter the storage silo at too high a temperature causing dehydration of the gypsum. The rate of the transformation increases with temperature and with falling dew point. The change after equation (a) is rapid at a temperature of 90-130C. The water molecule released can give rise to formation of lumps in the cement and to scaling on the storage silo wall by2 4 . . 4 2

formation of Syngenite K SO CaS0 H O.

4. MANUFACTURE4.1 MANUFACTURE OF CEMENT - grey, mixed and white cement - wet, dry and semidry process The manufacture of Portland cement is divided into the three main parts: a) b) c) Preparation of the kiln feed Burning in the kiln Grinding of the clinker with gypsum and other additions

The description here will concentrate on the process for ordinary grey cement with some comments on the other types of cement. The dry process is used to make the majority of the cement produced in the world. The wet process, however, is still used where fuel cost has allowed it. The wet process can furthermore be justified where the raw materials are very wet such as chalk, a soft limestone, and clay. An intermediate solution is the semi-dry process where the raw mix is prepared as slurry. The slurry can then be filtered to remove a portion of the water before the burning or the slurry may be pumped directly into a dryer crusher working in unison with the kiln. 4.2 RAW MIX


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FULLER - CEMENT CHEMISTRY - HANDBOOK The raw mix must have a composition that will produce a clinker of the proper analysis. The difference in the composition of the raw mix and the clinker is threefold. First, is the change in each of the materials as they are heated up in the kiln. The changes are due to a loss in weight mainly from the release of carbon dioxide and water. Second, is a change due to absorption of ash from coal used as fuel. There is also a change due to absorption of sulfur in the fuel. Finally, there is a change due to the small dust loss in the exhaust gas. Some of this dust is returned to the process but some might be wasted as in a bypass. In a wet process, the dust may be discarded in order to reduce the alkali content in the clinker. The raw mix must therefore compensate for these changes and losses; otherwise, the clinker will not have the correct chemical and mineralogical composition. The way in which this is done will be explained below. 4.3 RAW MATERIALS

Many raw materials are suitable for the production of cement. In principle, as long as they can be mixed to give the right composition of the clinker, they can be used. There are some restrictions naturally. They must be available in large quantities and be economically feasible. In addition, there might also be restrictions on use due to minor components in the raw materials. Limestone is the largest component used in producing cement. It is available as CaCO3 in marble, limestone, chalk and marl. Limestone is sometimes found together with magnesium carbonate. Only small amounts of MgO can be tolerated in cement due to the risk of the expansion reaction in the concrete. Limestone containing a large amount of magnesium carbonate is called dolomite. In nature, limestone is found in many places mixed with clay and/or shale. Clay and shale contain SiO2, Al2O3 and Fe2O3. In some cases a type of limestone is found that is quite close in chemical composition to the cement composition. When the limestone is of a higher purity than the requirement for the raw mix,


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FULLER - CEMENT CHEMISTRY - HANDBOOK then other raw materials must be added to the mix. The amount of limestone is calculated using the formula below:

CaO LSF= 2.8* SiO + 2 O3 + 2O3 . 0.65* Fe 2 118* AlSand is a mineral very rich in silica, SiO2. It is a very hard and abrasive mineral. It is used when the mix is insufficient in silica. It will increase the MS or the silica ratio:

MS =

SiO2 Al 2 O3 + Fe2 O3

Iron can be used in the form of iron ore, usually an iron oxide, or as a waste product from the fertilizer industry, such as pyrite ash. It is used to regulate or reduce the alumina modulus, the ratio of alumina to iron oxide:

MA =

Al2 O3 Fe2 O3

Bauxite an alumina mineral rich in Al2O3 and can be used to increase the MA. Fly ash, one of the waste materials from the power generation industry is also used as a raw material. This is known as pulverized fly ash, PFA. Typically, this is higher in SiO2 content. The number of components used in the raw mix is typically 4-5 raw materials depending upon the need for correction of the three main modules: LSF, MS, MA. The physical nature of a raw material is also important. Very wet materials can be the reason for choosing the wet or semi-dry process. Very abrasive materials like sand and basalt are costly to crush and grind to the fine state needed in the raw mix. The chemical variation in the raw material is also important. If there are great variations, more homogenization will be required.


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FULLER - CEMENT CHEMISTRY - HANDBOOK 4.4 CHEMICAL COMPOSITION AND CONTROL OF RAW MIX

The chemical composition of the raw mix has to be prepared correctly to yield a good clinker. Also, the variation in the raw mix going to the kiln has to be small to obtain good burning conditions for the kiln and preheater. The first step in the mix design is the determination of the chemical composition of the raw materials. It is common to have an approximate analysis of each raw material and use this for the calculation of the mix ratios. A sample after the raw mill is easily obtained for analysis. An analysis can be performed quickly using X-ray fluorescent analysis, XRF. Timely adjustments can then be made to the raw mill weighfeeders. A typical calculation of a raw mix and the corresponding clinker can be made using a simple spreadsheet like EXCEL with its SOLVER function, i.e. as shown in table no.8 below. The calculations made in the table show that 5 raw materials have been available at this plant. This has made it possible to satisfy 4 conditions, one less than the number of raw materials. The four conditions here are: LSF MS MA Na2O+ 0.658*K2O = = = = 94 2.75 1.90 0.64

The alkalies often have to be restricted to satisfy a requirement for low alkali cement. Low alkali cement is needed when the aggregate contains reactive silica, which can give an expansion in concrete.


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Table 8Calculation of Raw MixRAWMIX NO: HEAT CONSUMPTION COAL HEAT VALUE Hi COAL ASH Limeston e 980257 5.52 0.58 0.23 51.81 0.36 0.02 0.03 0.02 0.14 0.06 0.19 40.74 99.70 0.006 0.03 317 318 6.81 2.52 1 750 7420 9.4 Shale 980576 54.84 15.12 7.33 0.81 1.33 0.07 0.83 0.04 2.76 0.34 8.71 7.95 100.13 0.012 0.07 -3 0 2.44 2.06 Fly ash 980578 54.58 26.72 9.42 1.49 0.71 0.08 1.56 0.17 2.05 0.35 0.45 2.15 99.73 0.009 0.68 1 1 1.51 2.84 Sand 980575 78.41 3.76 1.70 5.84 1.43 0.02 0.17 0.02 1.07 0.88 0.08 6.53 99.91 0.006 0.17 3 3 14.36 2.21 Bottom ash 980577 39.39 18.30 28.69 3.34 0.76 0.14 0.83 0.12 1.50 0.31 4.14 2.44 99.96 0.030 0.17 0 2 0.84 0.64 14.47 3.40 1.64 43.49 0.47 0.03 0.19 0.03 0.44 0.13 0.61 34.64 99.53 0.007 0.085 94 95 2.87 2.07 Raw meal Raw meal (LOI free) 22.14 5.19 2.51 66.53 0.72 0.04 0.29 0.05 0.67 0.20 0.93 0.00 99.29 0.010 0.130 94 95 2.87 2.07 Coal ash 970988 36.28 17.09 31.98 8.48 0.79 0.13 0.78 0.11 1.09 0.32 2.48 99.53 0.000 22.28 5.31 2.79 65.98 0.73 0.04 0.29 0.05 0.68 0.20 0.95 0.00 99.29 0.010 0.00 93 93.7 0.64 2.75 1.90 65.32 56.87 21.28 9.34 8.49 80.00 83.11 90.0 4.00 4.09 10.0 2.50 7.00 7.0 1.00 4.14 5.0 0.00 1.47 5.0 99.80 99.80 100.2 Clinker Setpoint

X-PLANT SiO2 Al2O3 Fe2O3 CaO MgO Mn2O3 TiO2 P2O5 K2O Na2O SO3 LOI @900 oC TOTAL ClC Free CaO LSF(SO3) LSF Na2O+0.658*K2O MS MA CaO(SO3) C3S C2S C3A C4AF Min. weight% Weight % (X) Max. weight %

94 0.67 2.75 1.90

99.05

0.95

100.00

The chloride content is also shown. Chloride is a volatile component and can form coatings together with alkalies in the preheater. The chloride content has to be restricted in preheater kiln systems to 0.015% by weight in the kiln feed. . 4.5 PHYSICAL CONTROL AND COMPOSITION OF RAW MIX

The raw mix must contain the proper fineness and be homogenized beforeChemistry Bible Rev.0; 7 Dec 00 27

FULLER - CEMENT CHEMISTRY - HANDBOOK entering the kiln. For the old fashioned wet process and for the semi-dry process, the kiln feed is slurry with water content of 33 to 40%. In the dry process, the kiln feed is a dry powder with a typical moisture content of 0.5 to 1.5%. The fineness of the raw mix is measured on sieves .The normal sieves with respective residues used are: 90 or 0.09 mm 200 or 0.20 mm 0.5-1.5% retained (~ equivalent to ASTM 70) 10-20% retained (equivalent to ASTM 170)

Also, the composition of the residue is important. Free silica (quartz) will for instance result in poor reactivity or burnability of the material in the burning zone. When the coarse particles have a similar composition to the kiln feed (less quartz) then a greater amount of residue can be tolerated. In the wet process, the slurry moisture should be as low as possible but still be transportable via slurry pumps. The amount of water that is evaporated from slurry with a moisture content of 30% is 0.66 kg/kg clinker, while a moisture content of 35% requires evaporation of 0.83 kg water/kg clinker. 4.6 BURNABILITY OF RAW MIX

The reactivity of the kiln feed for slurry or raw meal is checked by the burnability test in the laboratory. The procedures can vary from different kiln suppliers but in principle a few small nodules are made of the raw mix ground to a fixed sieve residue. Usually, three sets of nodules each of different sieve residues (5, 10 and 15% residue on 0.09-mm sieve) are burned for a given time and at a given temperature. The clinker formed is then crushed and ground determining the amount of free CaO. The free CaO is compared to the free CaO content expected or found on a standard raw mix and classified as hard, normal or easy burnability. If the raw mix is hard to burn, then the raw mix may have to be ground finer or the composition might have to be altered. The first changes would normally be made to the MS or LSF. TheChemistry Bible Rev.0; 7 Dec 00 28

FULLER - CEMENT CHEMISTRY - HANDBOOK burnability can be estimated from the below formula: CaO (1400oC) = 0.35*(LSF-96)+1.58*(MS-1.6)+0.55*(A44)+0.12*(R125)where: A44= acid insoluble residue> 44 in % R125 = total residue > 125 in %

4.7

CLINKERISATION

The reaction zones that occur as the raw mix is fed to the pyro system are: 1) 2) 3) Drying Zone: < 100C, evaporation of free water Preheating Zone: 100-750C, loss of bound water in clays Calcining Zone: 750-1000C, decomposition of carbonates CaCO3, MgCO3 and others in the calcination zone. The CO2 leaves the kiln with the exhaust gas. CaO and MgO are formed. 4) 5) Burning Zone: 1000-1450C, some liquid is formed and the fusion forms clinker minerals C2S and then C3S. Cooling Zone: 1450-1300C, the melt solidifies and the material crystallizes, cooling zone. For dry preheater kilns without a precalciner, the material entering the rotary kiln is 40 to 50% calcined. When a calciner is installed, the material is 80 to 95% calcined when entering the kiln. A calciner temperature of ~ 875C will usually result in a calcination of approximately 9095%. The advantages of a modern dry kiln with a preheater compared to a long wet kiln are: - Smaller kiln - Lower fuel consumption - Less replacement of refractory due to longer lining life in the burning zone - Better process control - Larger production capacity The advantages of a precalciner dry kiln compared to a preheater kiln are: - Smaller kiln


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FULLER - CEMENT CHEMISTRY - HANDBOOK - Better and easier process control - Longer refractory life in the burning zone - Two step firing with approx. 60% firing in the calciner and 40% firing in the kiln. - Larger production capacity 4.8 INFLUENCE OF THE RAW MIX ON CLINKER FORMATION AND BURNABILITY

The clinker formation is very important for plant operation and for cement quality. Fine dusty clinker will be difficult to handle in the grate cooler and a large dust circulation may start between the cooler and the burning zone. The coating in the burning zone can become quite porous and unstable. Grinding of fine clinker calls for a higher power consumption in the cement mill. The two factors determining the clinker formation and the clinker size are: a) Agglomeration and nodulization in the burning zone due to liquid formation3

b)

Formation and growth of C S crystals working against nodulization

The nodulization depends on the liquid to bind the fine particles together. The formation is a function of particle size and the amount of liquid. In the rotary kiln,o

the liquid phase will start forming around 1340 C and amounts to 20-25 %. An


30


increase in temperature does not increase the amount of melt substantially.3

Formation of C S starts, the rate increases and the size of the crystals increase. The formation and growth of crystals in the burning zone eventually stops the agglomeration. Four main characteristics of clinker formation are: Alite size: measure of kiln burning zone temperature rise 1200-1450C where belite is combining w/ CaO to form alite crystals. Rapid heating is desirable w/ alite size ranging from 15-20 , whereas, slow heating results in sizes of 60 or greater. Belite size: reflects retention time in burning zone above 1400C. Maximum retention time is desired w/ average crystal length of 25-40 . Shorter retention time = 5-10 . Belite color: rate of initial cooling to below 1000C. Rapid cooling is desired resulting in clear crystals. Slower cooling gives yellow to amber colored crystals. Alite Birefringence: difference between refractive indices of blue/red light


31


related to maximum kiln temperature which is desired, birefringence of 0.0080.010. A cooler burning zone yields ~ 0.002.Figure 1

Melt Formation as a Function of Temperature

Figure 2

% Liquid as a Function of MS, MA and LSF


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The raw mix chemistry has a major influence on the process. A high MS will result in less liquid phase formation and require a higher burning temperature. Lowering the MS will give better burning and nodulzation. A lower MA results in a3

higher liquid phase at a lower temperature. A higher LSF will give more C S formation. Depending upon the level of LSF, a higher LSF will result in a higher burning zone temperature and above a certain level the nodulization is impeded and the clinker gets more dusty.

5. PROCESS AND KILNS5.1 TYPES OF KILNS - wet, dry & semi-dry

The dry process is used predominantly today because of the lower heat consumption and the better process control compared to the wet process. The wet process is only used when fuel is very cheap or the raw materials are very wet not making it economically feasible to replace it. 5.2 WET KILN

The wet kiln was for many years the standard equipment in the industry. Fuel was cheap and the process of slurry preparation was easy. Homogenization in silos and large slurry basins blended the slurry perfectly. The wet kiln had to perform drying, preheating, calcination, burning and often clinker cooling in one piece of equipment. However, the wet kiln has some limitations:


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FULLER - CEMENT CHEMISTRY - HANDBOOK -Heavy fuel consumption -Process control difficult -Production over 1500 tpd clinker difficult -High refractory cost 5.3 DRY KILN

A brief review of the FLS/FULLER dry kiln types is found in table no.9 below. The table is included because there is a connection between cement chemistry and the choice of kiln type. The layout of the different kiln types is shown on the figure on enclosure 2. 5.3.1 LONG DRY KILN The long dry kiln with a cross section for heat exchange is not installed any more. It has been superceded by the more efficient preheater kiln systems 5.3.2 SP KILN The Suspension Preheater type, SP, has preheater cyclones but no calciner. The number of cyclones is 4 to 6. The material going into the kiln after the preheater has a degree of calcination of 40 to 50 %. The last half of the calcination takes place in the kiln. This means that the necessary amount of heat exchange in the kiln is larger than in the kiln types with a separate calciner. The kiln has to be larger for a given production. Due to the calcination in the kiln, the charge is fluidized by CO2 giving the material a chance to flow freely. 5.3.3 ILC-E KILN The In-Line-Calciner using Excess Air type, ILC-E, has no tertiary air duct as all the air passes through the kiln. A small calciner is built into the riser duct and the air for combustion is drawn through the kiln. 5.3.4 ILC KILN The In-Line-Calciner type, ILC, has a calciner in line with the kiln. The preheater is a single string with the calciner built into the riser duct. Combustion air is drawn from the grate cooler through a separate tertiary air duct. A damper in the tertiary air duct allows


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FULLER - CEMENT CHEMISTRY - HANDBOOK for balancing the air between the calciner and the kiln. 5.3.5 SLC KILN The Separate-Line-Calciner type, SLC, is a double string preheater with the calciner in one string. The calciner is placed in parallel to the kiln riser duct. The combustion air for the calciner is atmospheric air heated in the grate cooler and transported through a tertiary air duct. The gas from the calciner and the gas from the kiln are not mixed and pass through two separate strings of preheater. . 5.3.6 SLC-S KILN The Separate-Line-Calciner Special type, SLC-S, is a single string system with the calciner placed at the side of the riser duct from the kiln. The gas stream from the calciner is mixed with the gas from the kiln riser duct and pass through one string of preheater cyclones. There is only one main ID fan. An adjustable restrictor at the top of the riser duct makes the distribution of air between the calciner/tertiary air duct/cooler and the kiln/riser duct. 5.3.7 SLC-I KILN Separate-Line-Calciner with In-line-calciner in kiln string type, SLC-I. The system is a development of the SLC system. It has the two strings as the SLC system but with a calciner also in the kiln string. The SLC-I system can be used for upgrading of a SLC system by the installation of a small calciner in the kiln string. The firing in the two calciners will be: -SLC-calciner: -ILC-calciner: 40-50% of total firing 10-15% of total firing

Table 9 Comparison of Kiln SystemsType tertiary air production, mtpd SLC Yes 11000 SLC-I Yes 9000 SLC-S yes 4500 ILC Yes 7500 ILC-E no 4000 SP no 3500


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FULLER - CEMENT CHEMISTRY - HANDBOOKcalciner, % fuel bypass, max% of kiln gas inferior fuel in calciner UNAX, KWh/t FOLAX, KWh/t min.production max.content in % (clinker basis) % Na2Oeq SO3 Cl 22/24 40 1.0-1.5 0.8-1.2 0.015 22/24 40 1.0-1.5 0.8-1.2 0.015 22/24 70 1.0-1.5 0.8-1.2 0.015 22/24 70 1.0-1.5 0.8-1.2 0.015 55/60 100 Yes 55 SLC:40/50 ILC:10/15 100 Yes 55/60 30 yes 55/60 60 medium 15/25 25 no 12/14 18/20 70 1.0-1.5 1.0-1.6 0.023 11/13 17/19 70 1.0-1.5 1.0-1.6 0.023 5 30

.

5.4

ASH ABSORPTION

The ash from the coal used for combustion will be absorbed in the clinker. This is shown on the calculation sheet above (table 8). In the example, a coal with a heat value of 7420 kcal/kg and an ash content of 9.4% is used. The heat consumption in the kiln is 750 kcal/kg. The amount of ash absorbed is then: Ash absorption = (750/7420) * 9.4 = 0.95 % of clinker Therefore, it is necessary to analyse the coal ash to allow for this addition to the raw mix. 5.5 VOLATILE MATTER

Some of the chemicals in the materials going into the burning zone evaporate. The components can come from the raw materials, fuel and waste products. The four most important are: potassium, sodium, sulfur and chloride. There are others but they are normally of minor importance. These minor materials, heavy metals or certain organic compounds can have important implications on the environment for a given plant. The plant should be aware of the different minor constituents to prevent any problems. The four volatile elements mentioned above evaporate in the burning zone and condense again in the colder parts of the kiln system. The colder parts are the


36

FULLER - CEMENT CHEMISTRY - HANDBOOK outer walls causing coating and build-up. Volatiles will also condense on the raw meal particles, as they are colder than the gas carrying the volatiles. Some of the volatiles may escape from the kiln system partly being caught in the filter or escaping into the atmosphere. The volatiles that do not leave the system with the exhaust gas either remain in circulation in the kiln system or leave with the clinker. The volatiles can accumulate in the kiln and preheater causing problems with in build-up in the cyclones and riser duct. It is important to be able to foresee any problems that may occur before the start up of a new plant or a conversion of an existing plant to prevent the possibilities of plugging. A certain portion of the volatiles in the material flowing into the burning zone of the kiln will evaporate at the high temperature. The portion that evaporates is defined as the evaporation factor called (epsilon). A portion of the volatile

material leaves the system with the exhaust gas. This is referred to as a valve V. An internal circulation of volatiles takes place and the circulation factor is called K. The part of the volatile leaving the kiln with the clinker is the residual part called R. A simple layout of a kiln system is shown below:

Figure 2 Circulation of volatile in simple kiln system


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Evaporation factor Valve Circulation factor Residual component

= d/b= (b-c)/b=1- c/bV = e/d= (a-c)/(b-c) K = b/a R = c/a

For one unit of feed: a = 1 the material balance is: K*(1- ) + K V = 1; R = K*(1- ) The circulation factor K is the amount of compound going to the burning zone when feeding a unit of 1 (one) to the system. R is the amount going into the clinker. It is possible to calculate the circulation K and the residual in clinker R when the evaporation factor and the valve V are known. The enclosed table and figure give evaporation factors and valves for typical cases. K = 1/(1- (1-V)) ;

Table 10 Melting and Boiling Points of Alkali Salts COMPOUND K Na


38


Melting temp.

Boiling temp.

Melting temp.

Boiling temp.

C -oxide -carbonate -sulfate -chloride -hydroxide Decompose 894 1074 768 360 350

C

C Sublime 850 884 801 328 1275

C

Decompose 1689 1411 1320

Decompose Decompose 1440 1390


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Table 11 Typical values for and V Symbol K2O Na2O 0.20-0.40 0.10-0.25 0.50 0.70 Vo Vo Vo Vo Vo Vo Vo Vc Vc Vc Vc Vm Vkt Vf0.40 0.20 0.55 0.70 ~1 ~1 0.35 0.20 0.15 0.60 0.60 ~1 0.40 0.60 0.50 0.80 0.85 ~1 ~1 0.50 0.45 0.40 0.70 0.80 ~1 0.70

Cl0.990-0.996 0.70 0.60 0.60 0.60 0.80 ~1 ~1 0.35 0.20 0.05 0.50 0.70 ~1 0.30

SO30.35-0.80 0.60 0.40 0.40 0.35 0.60 ~1 ~1 0.45 0.30 0.15-0.50 0.55 0.30 ~1 0.50-0.80

Evaporation factor Kiln valve,wet kiln,nodule operating Kiln valve,wet kiln, dust operating Long dry kiln Kiln valve,1-stage kiln Kiln valve,2-stage kiln Kiln valve,4-stage kiln Kiln valve,precalciner kiln Cyclone preheater valve 1stage Cyclone preheater valve 2stage Cyclone preheater valve 1stage Dedusting cyclone valve Raw mill valve Cooling tower valve Electrostatic precipitator valve

The evaporation of alkalies is larger when chloride is high. This is at times used to increase the evaporation in the burning zone by adding CaCl2. Sulfur is difficult to evaluate. Some sulfur in the raw mix is present free in various organic compounds or in pyrites. Approximately, 50% of the sulphur burns off in the top stages of the preheater tower. CaCO3 assisted by moisture catches some of it in the rawmill. SO2 in the preheater also reacts with calcium carbonate with a maximum around 800C. Sulfur in combination with alkalies behaves differently than SO2 from fuel. Excess sulfur, sulfur not bound as alkali sulfates, can be calculated as:


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FULLER - CEMENT CHEMISTRY - HANDBOOK Excess S = 1000*%SO3- 850*%K2O-650*%Na2O < 250 g/100 kg clinkerwhere: All percentages are calculated on clinker basis SO3 is total from rawmix + fuel

To ensure trouble free operation of a preheater kiln the following limits apply: Table 12 Limits for Volatiles Raw mix burnability Na2O + K2O (% clinker basis) Cl (% on clinker basis) SO3 (% on clinker basis) from raw mix + fuel ; Or excess sulfur under 250 g/100 kg clinker If the natural valves are insufficient, then a kiln bypass can be installed. The bypass will take part of the kiln gas before the preheater and transport it to a separate cooling and dedusting system. The bypass gas has to be cooled immediately to 350oC to avoid clogging. The cooling takes place in a swirling chamber with atmospheric air. Some dust will be removed with the bypass gas (2-3% with 10% bypass.) 5.6 MAIN FEATURES DURING BURNING Easy Max 1.5 % Hard Max 1.0 %

Max 0.023 % Max 0.023 % Max 1.6 % Max 1.0%

Chemical control during operation of the kiln system is divided into the following: -Feed composition -Product quality of clinker -Emission control -Fuel -Preheater The raw meal must have the correct quality with little variation. The standard deviation for LSF should be less than 1% and corresponding less than 0.1 for MS and MA. Large variations will result in irregular kiln operation resulting in problems with ring formation and coating in the preheater, as well as, requiringChemistry Bible Rev.0; 7 Dec 00 41

FULLER - CEMENT CHEMISTRY - HANDBOOK higher fuel consumption. Performing a free lime analysis on an hourly basis monitors the product quality of the clinker. The analysis can be made either on an average hourly sample or on an hourly spot sample. Environmental authorities stipulate emission control in many countries. The plants have to control and continuously register plant emission of dust, SO2 and other constituents in the exhaust gas. The results have to be reported back to the authorities. The type of fuel used in cement production is either pulverised coal, fuel oil, natural gas, or waste products. Pulverised coal is usually produced at the site in a coal mill that dries and grinds the raw coal to a fineness of approximately 15% retained on the 0.09-mm sieve and moisture content of 1 to 2 %. The residue and the moisture content vary according to the type of coal. Some types of coal with high gas content have a high tendency toward self-ignition, which has to be taken into account. Coal with low content of volatiles like semi-anthracite has to be ground very fine to promote ignition. An important component in heavy fuel oil and coal is the sulfur content. The sulfur has to be taken into account together with the alkalies. Sulfur content in heavy fuel oil above 5% will usually cause build up problems. Fuel analysis should be made regularly by either the supplier or the plant laboratory. The preheater has to be kept free from coating that can clog the cyclone outlet or increase the pressure drop in the riser duct. This can be followed by regular sampling of the material going into the kiln and analyse for chloride, sulfur, and alkalies.

6. HEAT OF REACTION & HEAT TRANSFERChemistry Bible Rev.0; 7 Dec 00 42


The chemical change from raw material to clinker requires heat for two reasons. The first is due to the heat of reaction for the transformation to clinker. Secondly, because the clinker process is not an ideal or 100 % effective process, heat is lost from the kiln system as: Radiation loss from all outer surfaces Heat loss with the gasses from the kiln Excess hot air from the clinker cooler Heat loss with hot clinker

Heat effects the chemical reactions, the formation of solutions and changes in the state of aggregation such as melting or vaporization. The heat effects are called exothermic, when a reaction is accompanied by heat evolution. When heat is absorbed, then the reaction is endothermic. The dissociation of CaCO3, calcium carbonate, is a typical endothermic reaction: CaCO3 CaO + CO2 422 kcal/g

The double arrow signifies that the reaction can be reversed. In the preheater, this is called recarbonation. The order of magnitude of the heat of recarbonation is normally evaluated from the temperature profile and the temperature difference between the lowermost and second lowermost cyclone in the preheater tower. When planning a new plant or when making a kiln conversion it is important to know the heat of reaction for the process. The analysis is made in the laboratory of the equipment supplier. Basically, there are the following heat changes:Table 13 Reactions During Heating Temp C

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